[1]张磊,徐则民,张露月,等.植被发育斜坡土体物理力学特性[J].山地学报,2015,(02):240.
 ZHANG Lei,XU Zemin,ZHANG Luyue,et al.Physicaland Mechanical Properties of Well Vegetated Slope Soils[J].Mountain Research,2015,(02):240.
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植被发育斜坡土体物理力学特性()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2015年02期
页码:
240
栏目:
山地灾害
出版日期:
2015-04-01

文章信息/Info

Title:
Physicaland Mechanical Properties of Well Vegetated Slope Soils
作者:
张磊;徐则民;张露月;张燕廷;侯汝几;
昆明理工大学地球科学系;昆明理工大学土木系;
Author(s):
ZHANG Lei XU Zemin ZHANG LuyueZHANG Yanting HOU Ruji
1.Department of Earth Science, Kunming University of Science and Technology, Kunming 650093, China; 2.Department of Civil Engineering, Kunming University of Science and Technology, Kunming 650500, China
关键词:
植被发育斜坡滑坡物理力学特性有机质
Keywords:
well vegetated slopes landslide physical and mechanical properties organic matter
分类号:
P642.1,TU41
文献标志码:
A
摘要:
头寨植被发育斜坡土体具有高含水率、大孔隙比、富含有机质等类似软土的基本物理性质。然而,与不同沉积相软土的压缩性对比,头寨土e-lgp曲线没有明显的结构屈服强度,e-p曲线不适用双曲线模型,也没有"倒大"的现象,压缩模量极小且有随深度递增的规律。头寨土剪应力-剪切位移曲线普遍无峰值,属于土样应变硬化的情况,年最低含水率>100%、平均>150%的超高含水率,使得土体具有极强的延性和变形性能。利用Image J对团聚体SEM照片分析表明,团粒的圆形度平均65%、复杂度平均42%、各向异性率平均25%,主定向角在0~360°之间变化,具有很好的"支架"结构,但团粒的"支架"作用并未体现。高含水率及团...
Abstract:
Ona well vegetated Slope of Touzhai in Zhuotong of Yunnan,China,the basic physical characteristics of the soil arehigh moisture content、largeporosity,rich organic matters, which is similarly to natural soft clays, butthecompression characteristicsis different thanvarious phasesoft clays, structural yield strength of the soil from Touzhai is not obvious, the hyperbola modelis not suitable for its stressstrain curve, and former coefficient of compressibility can’t be less than the succeeding,its compressibility modulus is minimal and increasewith the increasing of depth.There is no peak on the curve of shear stressshear displacement of Touzhai soils,the situationbelongs tosoil samples’ strain hardening,Ultrahigh moisture content makes the soils have a very strong ductile and deformation properties. Trough analyzing SEM photos by ImageJ, it is show that the circularity of soil aggregate is 65%,the complexity is 42%,the degrees of anisotropy is 25%,the main orientation angle is 0~360°, it has a good “skeleton” structure,but the strength of soil “skeleton” is not borne out.Annualminimummoisture content is greater than 100%、mean annualmoisture content is greater than 150%,the high moisture content and moisture contentproperties decide that the porewater pressure play a dual function role in compression process of soil from Touzhai that the pores connectivity of soil increase with pressresistance increasing,it iscompression easier with a larger load.

参考文献/References:

[1] Zhang Chenghou. Geotechnical characteristics of two structural clay[J].Hydro-Science and Engineering,1983,4:65-71 [张诚厚. 两种结构性粘土的土工特性[J].水利水运工程学报, 1983, 4: 65-71]
[2] Burland J B. On the compressibility and shear strength of natural clays[J].Geotechnique, 1990, 40(3): 329-378
[3] ShenZhujiang. Engineering properties of soft soils and design of soft ground [J]. Chinese Journal of Geotechnical Engineering, 1998, 20(1):100-111[沈珠江.软土工程特性和软土地基设计[J]. 岩土工程学报, 1998, 20(1): 100-111]
[4] Cotecchia F, Chandler R J. A general framework for the mechanical behaviour of clays[J]. Geotechnique, 2000, 50(4): 431-447
[5] Li Shenglin,WangZhenghong.Distribution of Chinesefinegrained soil in a plastic figure[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(3): 84-89[李生林, 王正宏. 我国细粒土在塑性图上的分布特征[J]. 岩土工程学报, 1985, 7(3): 84-89]
[6] Xiao Jianhua,Feng Mingzhang.On the division standards for natural states of soft soils[J].Journal of Engineering Geology, 1997, 5(1): 47-52[肖建华, 冯铭璋. 关于软土状态确定标准的讨论[J].工程地质学报, 1997, 5(1): 47-52]
[7] Nagaraj T S, Murthy B R S, Vatsala A, et al. Analysis of compressibility of sensitive soils[J].Journalof Geotechnical Engineering,ASCE,1990,116(1): 105-118
[8] Tsuchida T. A new concept ofe-logprelationship for clays[G]//Proceedings of 9th Asian Regional Conference on Soil Mechanics and Foundation Engineering. Bangkok: BalkemaA A, 1991: 87-90
[9] Hong Z, Shens, Deng Y, et al. Loss of soil structure for natural sedimentary clays[J]. Proceedings of the Institution of CivilEngineersGeotechnicalEngineering,2007,160(3):153-159
[10] Hong Z, Liu S, Liu Z. A note on soil structure resistance of natural marinedeposits[J]. China Ocean Engineering, 2004, 18(2): 321-326
[11] ShenZhujiang.Mathematical model of soil structural-2l century core issue of soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 1996,18(1):95-97[沈珠江.土体结构性的数学模型-2l世纪土力学的核心问题[J].岩土工程学报,1996,18(1):95-97]
[12] Shen Zhujiang.Amasong model for structured clays[J].Rock and Soil Mechanics,2000,21(1):l-4[沈珠江.结构性土的堆砌体模型[J].岩土力学,2000,21(1):l-4]
[13] Hong Zhenshun,Liu Songyu,Yu Xiaojun.On destructuration of structured soils[J].Rock and Soil Mechanics, 2004, 25(5): 684-687 [洪振舜, 刘松玉, 于小军. 关于结构土屈服破坏的探讨[J]. 岩土力学, 2004, 25(5): 684-687]
[14] Xu Jinming,TangYongjing.Several promotions on layerwise summation methodto calculate foundation settlements[J]. Rock and Soil Mechanics, 2003,24(4):518-521[徐金明, 汤永净. 分层总和法计算沉降的几点改进[J]. 岩土力学, 2003, 24(4): 518-521]
[15] Liu Baojian, Zhang Junli. Application and analysing method for soil compression test[J].China Journal of Highway and Transport, 1999, 12(1): 37-41[刘保健, 张军丽. 土工压缩试验成果分析方法与应用[J].中国公路学报, 1999, 12(1): 37-41]
[16] Peng Changxue,Yang Guanghua.Asimplifiedmethod fordetermining epcurve of soft soil and itsapplicationtoanalyzingnonlinear settlement of foundation[J]. Rock and Soil Mechanics, 2008, 29(6): 1706-1710[彭长学, 杨光华. 软土 e-p 曲线确定的简化方法及在非线性沉降计算中的应用[J]. 岩土力学, 2008, 29(6): 1706-1710]
[17] Kondner R L.Hyperbolic stressstrain response cohesive soils[J].Journal of the Soil Mechanics and Foundation,ASCE, 1963, 89(1):115-143
[18] Feng Mingzhang. Compression curve characteristics of soft soil[J]. Chinese Journal of Geotechnical Engineering,1992, 14(5): 95-100[冯铭璋. 软土压缩曲线特征[J]. 岩土工程学报,1992, 14(5): 95-100]
[19] Gao Dazhao.Discussion oncompression modulus formula which is in the“Standard for Soil Test Method” [J]. Ground Improvement, 2000, 11(3): 104-105[高大钊. 关于《土工试验方法标准》中压缩模量公式的讨论[J]. 地基处理, 2000, 11(3): 104-105]
[20] Qin Zhenlin.To“Earthwork Testing Method Standard”Solidifying Experiment Compression Module Formula Discussion[J]. UrbanGeoteehnieal Investigation & Surveying,2010,3:174-176 [覃震林.对《土工试验方法标准》固结试验压缩模量公式的探讨[J]. 城市勘测,2010,3:174-176]
[21] Xu Shuren. Calculated on the compression modulus[J]. Dam Observation and Geotechnical Tests,1996,20(3):48-49[徐树人.关于压缩模量的计算公式[J]. 大坝观测与土工测试, 1996,20(3):48-49]
[22] An Min.Two common errors in consolidation test[J]. Exchange of Jianchang Science & Technology, 1999, 1: 12-15[安民. 固结试验中常见的两种错误[J]. 建厂科技交流, 1999, 1: 12-15]
[23] Hu Ruilin,et al.Study on clay microstructure quantitativemodel and other engineering geological characteristics[M].Beijing:Geological Publishing House, 1995[胡瑞林,等. 粘性土微结构定量模型及其它工程地质特征研究[M].北京:地质出版社,1995.]
[24] Xu Zemin.Vegetation and macropores in vadose zoneof hill slopes[J].Earth Science Frontiers,2007,14(6):134-142[徐则民.植被与斜坡非饱和带大空隙[J].地学前缘,2007,14(6):134-142]
[25] Li Decheng,Veld e B,Zhang Taolin.Quantitative estimation of pore variability and complexity in soils by digital image method[J].Acta Pedolo Gicasinica,2003,40(5):678-682[李德成, Velde B, 张桃林.利用土壤切片的数字图像定量评价土壤孔隙变异度和复杂度[J].土壤学报,2003,40(5):678-682]
[26] Perfect E, Kayb B D.Applications offractals in soil and tillage research:a review[J].Soiland Tillage Research,1995,36(1-2):1-20
[27] ZhouYuquan, Hong Baoning.Experimental research on microstructure changes of clayey soil in process of compression[J]. Rock and Soil Mechanics, 2005(S1):82-86[周宇泉, 洪宝宁.粘性土压缩过程中的微细结构变化试验研究[J].岩土力学, 2005(S1):82-86]

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备注/Memo

备注/Memo:
收稿日期(Received date):2014-06-09;改回日期(Accepted):2014-10-09。
基金项目(Foundation item):国家自然科学基金-云南联合基金重点项目(U1033601),高等学校博士学科点专项科研基金(20135314110005)。[The National Natural Science Foundation of China-Yunnan Joint Fund and Research Fund for the Doctoral Program of Higher Education of China.]
作者简介(Biography):张磊(1987-),男,陕西宝鸡人,硕士研究生,主要从事水文地质与工程地质方面研究。[Zhang Lei (1987-),male, graduate candidate,majoring in hydrogeology and engineering geology research.] E-mail:zlzb5201@126.com *
通信作者(Corresponding author):徐则民(1963-),教授,博士生导师,E-mail:abc5100 @188.com
更新日期/Last Update: 1900-01-01